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• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Gulch A Ditch Sta. 65 to 79: Q-96.5 <br />Material: Ripraq <br />Bottom deft Right ' Freeboard Freeboard Freeboard <br />Width ft Sideslope Sideslope Sfope (%) <br />() Ratio Ratio ~ Depth (ft) % of Depth Mult. x (VxD) <br />~ 10.00 3.0:1 3.0:1 12.01 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w! Freeboard <br />Depth: 0.66 ft 1.66 ft <br />Top Width: 13.97 ft 19.97 ft <br />_ <br />Velocity': <br />X-Section Area: 7.93 sq ft <br />Hydraulic Radius: D.559 <br />Froude Number': <br />--- <br />~ -- <br />Manning's n^ ~ --- - <br />~ Dmin: - 4.00 in <br />r D50: 12.00 in <br /> <br />Dmax: <br />i <br />15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />• <br />SEDCAD Utility Run <br />Exh. 7-14G <br />23 <br />Printed 09-17-1998 <br /> <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />